ELASTOMERIC EXPANSION JOINTS

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1 Elastomeric expansion joints RAN - SIN GPE RAN P series ELASTOMERIC EXPANSION JOINTS J01

2 ELASTOMERIC MOVEMENT J O I N T S When bridges were designed with short spans and massive appearances, movement joints were not an essential mechanical item required, if they were required then simple joints would have been used. But, once this old style of bridge design was substituted with a modern concept, mechanical movement joints became an important feature, hence extensive development in this field. More recently, pre-stressing techniques, segmental construction methods and cable-stayed designs have further increased the demand and importante for performance and realiability in modern mechanical movement joints. Since the research and development within FIP Industriale has been so productive, we are now in a positive position to boast a wide range of standard and non-standard elastomeric movement joints which are able to accommodate movements ranging from 50 mm to 800 mm, with non-standard movement joints accommodating movements beyond 800 mm. By using over 40 years of design, manufacture, testing and installation experience, we have discovered and exclusive design that will allow the maintenance to be carried out after several years without the operation becoming arduous and costly.

3 In 1992, FIP Industriale secured CISQ-ICIM certification for its Quality Assurance System in conformance with EN European Standard (ISO 9001). FIP Industriale is proud to be the first Italian manufacturer of structural bearings, aseismic devices and expansion joints boasting a Quality Assurance System certified at the highest level - from design to customer service assistance. Certification has been achieved via rigorous evaluation by an internationally recognized Third Party Organisation, thus internationally validating the quality assurance system.

4 EXPANSION JOINTS DESCRIPTION FIP elastomeric movements joints come in a wide range of formats, each format having a certain movement range to accommodate, with only the types of materials used remaining constant. Based on a design of reinforced rubber modular elements, FIP movement joints provide for the following advantages: - Simple installation - Simple and cost effective inspections and maintenance - Minimal noise and vibration - Ultimate comfort for passengers passing over - Smooth running surface - Optimum functioning and durability of all components - Minimal interference with the structure - Format easily adjusted to many shapes to accommodate layout of structure or design engineers preference - Several different types of anchorage to suit client requirement The series of standard movement joints available are labelled as follows RAN, SIN movement range from 30 to 50 mm GPE movement range from 50 to 250 mm RAN P movement range from 300 to 800 mm Expansion joint being tested at FIP laboratory

5 RAN and SIN type expansion joints are made of monolithic reinforced elastomeric pads with a central straight of sinusoidal profile to bridge the gap and accommodate the required movements. The elements are seated on a 3 mm bedding of epoxy mortar and are affixed to the deck by means of suitable anchor system. Two lateral stainless steel channels guide the water infiltrating through the wearing course and binder layers to a drainage outlet cast into the structure. A central gutter is also provided for further security in order to protect the internal vertical surfaces of the deck. MOVEMENT JOINT RAN AND SIN SERIES RAN 30 Expansion jont for movement up to 30 mm

6 RAN 50S and RAN 50 Expansion jont for movements up to 50 mm SIN 50 Expansion jont for movements up to 50 mm

7 POS. DESCRIPTION MATERIAL A Sealant EPOBLOCK ME binder B Transition strip EPOBLOCK ME 3C C Mortar bedding Betonfip / EPOBLOCK ME 3C D M12 threaded bar or other ASTM grade B7 E Gutter Hypalon F Water drainage channel Steel UNI 8317-X5 CrNi 1810 G Anchoring epoxy resin Primer P150 FIP MOVEMENT JOINTS AROUND THE WORLD 2nd Severn Crossing - UK Coltano Viaduct - Italy Bridge over the Po river - Italy Scardon Viaduct - France

8 EXPANSION JOINTS MOVEMENT JOINT GPE SERIES GPE type expansion joints are made of monolithic reinforced elastomeric pads with a central plate bridging the gap. The movements are accommodated by a suitable number of grooves in the elastomer which is of a sinusoidal profile.the elements are seated on a 3 mm bedding of epoxy mortar and are affixed to the deck by means of suitable anchor system. Two lateral stainless steel channels guide the water infiltrating through the wearing course and binder layers to a drainage outlet cast into the structure. A central gutter is also provided for further security in order to protect the internal vertical surfaces of the deck. TOTAL ANCHORS JOINT HEIGHT WIDTH GAP MOVEMENT (center to center) TYPE (mm) H (mm) X (mm) Y (mm) Z (mm) GPE 50S/ max GPE 50S/ max GPE 50S/ max GPE average GPE average Rubber modulus is 900 mm long POS. DESCRIPTION MATERIAL A Sealant EPOBLOCK ME binder B Transition strip EPOBLOCK ME 3C C Mortar bedding EPOBLOCK ME 3C / Beton FIP D M16 threaded bar or other ASTM grade B7 E Gutter Hypalon F Water drainage channel UNI 8317-X5 CrNi 1810

9 TOTAL ANCHORS JOINT HEIGHT WIDTH GAP MOVEMENT (center to center) TYPE (mm) H (mm) X (mm) Y (mm) Z (mm) GPE GPE GPE Rubber modulus is 900 mm long POS. DESCRIPTION MATERIAL A Sealant EPOBLOCK ME binder B Transition strip EPOBLOCK ME 3C C Mortar bedding EPOBLOCK ME 3C / Beton FIP D M20 threaded bar or other ASTM grade B7 E Gutter Hypalon F Water drainage channel UNI 8317-X5 CrNi 1810 G Sliding sheet UNI 8317-X5 CrNi 1810

10 EXPANSION JOINTS MOVEMENT JOINT RAN P SERIES The RAN P type movement joint is of a modular reinforced pad design. The principal components are a central bridging plate comprising of elastomer blocks vulcanised to steel reinforcement plates. Either side of the bridge plate sets of elastomeric bellows are installed in order to accommodate the longitudinal movements. The whole system of bridge bellows and bridge plate slide ceremoniously on stainless steel sheets which are fastened down with epoxy resin. The anchorage system fixes the external elements i.e. the bridge bellows down into the deck, stainless steel anti-lift bars which also act as guides are inserted into the bellows and are also fixed into the deck. The bridge plate however is fastned by means of suitable bolts into the bellows to give an all round secure system.two lateral stainless steel channels guide the water infiltrating through the wearing course and binder layers to a drainage outlet cast into the structure. A stainless steel central gutter is also provided for further security in order to protect the internal vertical surfaces of the deck. RAN P POS. DESCRIPTION MATERIAL A Bellow Steel reinforced rubber B Central bridging plate Steel reinforced rubber C Sealant EPOBLOCK ME binder D Transition strip EPOBLOCK ME 3C E Antilifting bar UNI 8317-X5 CrNi 1810 F M20 threaded bar or other ASTM grade B7 G Gutter UNI 8317-X5 CrNi 1810 H Sliding sheet UNI 8317-X5 CrNi 1810 I M24 threaded bar or other ASTM classe B7 L Water drainage channel UNI 8317-X5 CrNi 1810

11 RAN P 300 RAN P 400 RAN P 500

12 EXPANSION JOINTS RAN P 600 RAN P 700 RAN P 800

13 The installation procedure for the elastomeric movement joints is a simple task owing to various factors such as: - joint elements are supplied in easily accessible modules - the thickness of rubber components is small - fixing to the structure is simple as no special supporting device is required to be recessed into the deck slab - various types of fixing methods are available to choose from MOVEMENT JOINT INSTALLATION TYPICAL INSTALLATION PROCEDURES RAN AND SIN TYPE EXPANSION JOINT PHASE 1 (by others) - Before the wearing course is applied, cover the gap 1 with suitable steel plate 2 - The value of the gap is to be indicated by the engineer taking into account shrinkage, fluage and temperature at time of installation, and the gap (V) at average temperature (see tab. 1)

14 INSTALLATION PROCEDURES PHASE 2 - Saw cut the black top 1 in accordance with the required dimension D (see tab. 1) Table n. 1 D V JOINT TYPE (mm) (mm at average temperature) RAN RAN 50 S RAN SIN PHASE 3 - Remove black top 2 - Lightly scabble the exposed concrete surface

15 PHASE 4 - Install the central gutter 1 - Insert polystyrene 2 - Apply primer P 150 on the exposed concrete surfaces 3 - Install the lateral drainage channels 4 - Seal lateral drainage channels with putty S FIP Pour the reinforced fiber rheoplastic mortar bedding to correct height 6 PHASE 5 - Drill the anchoring holes in the deck slab 1 - Cleaning the surfaces with compressed air2 - Insertion of the anchoring M12 threaded bars 3 - Filling of the holes with epoxy primer P PHASE 6 - Remove polystyrene and clean the gap 1 - Spread S FIP 180 putty on the contact surfaces 2 - Install and fix the joint modules 3 by tightening the nuts 4 - Seal the bolts head with EPOBLOCK 5 - Fill lateral nosing with EPOBLOCK ME 3C 6

16 INSTALLATION PROCEDURES GPE TYPE EXPANSION JOINT PHASE 1 - Saw cut the black top 1 according to dimensions indicated in table A : JOINT TYPE A (mm) GPE 50/ GPE 50/ GPE 50/ GPE GPE GPE GPE GPE PHASE 2 - Remove black top 1 - Scabble exposed concrete surface 2 PHASE 3 - Drill the fixing holes in the concrete slab by using a template 1 - Clean concrete surface with compressed air 2 - Install lateral drainage channels 3 - Sealing with putty S FIP Insert the M16 anchoring bars 5 - Fill holes with primer P Install the central gutter 7 6

17 PHASE 4 - Insert polystyrene sheet 1 - Spread primer P 150 on all surfaces to be bedded 2 - Pour bedding to raise level 3 (if required) PHASE 5 - Remove polystyrene and clean surrounding areas 1 - Spread S FIP 180 to the exposed surfaces - Install 2 stainless steel sheet (GPE160 - GPE200 - GPE250 only) 3 - Install and fix the joint modules 4 by tightening the nuts 5 - Seal the bolts head with EPOBLOCK 6 - Fill lateral nosings with EPOBLOCK ME 3C 7

18 INSTALLATION PROCEDURES RAN P TYPE EXPANSION JOINT PHASE 1 1 JOINTS A B C (mm) (mm) (mm) RAN P RAN P RAN P RAN P RAN P RAN P Position and install metal sleeves 1 to create voids in the concrete deck by means of suitable template 2 - Pour concrete deck 3 PHASE 2 - Remove template - Protect holes and central gap with steel plates - Apply waterproof membrane and surfacing - Saw cut surfacing course D E JOINTS (mm) (mm) RAN P RAN P RAN P RAN P RAN P RAN P

19 PHASE 3 - Remove excess wearing course material from joint area - Remove steel protective plates - Install fixing sockets 1 by means of template 2 - Fill holes with epoxy resin 3 PHASE 4 - Once resin has cured remove template - Lightly scabble exposed concrete surface - Spread Primer P 150 on the concrete surface 1 - Install lateral draining profiles 2 with putty 3 - Install central gutter 4 - Bedding with epoxy mortar EPOBLOCK ME 3C 5 F G JOINTS (mm) (mm) RAN P RAN P RAN P RAN P RAN P RAN P PHASE 5 - Install the sliding stainless steel sheet 1 using EPOBLOCK S FIP 180 epoxy - Install the expansion joint components 2 - Fill the lateral nosings with epoxy mortar EPOBLOCK ME 3C 3

20 J01 New Thelwall Viaduct - UK Portimao Bridge - Portugal FIP INDUSTRIALE Via Scapacchiò SELVAZZANO (PD) - ITALY Tel Fax fip@fip-group.it - Internet: FIP INDUSTRIAL UK LTD Lincon House - The Paddocks 347 Cherry Hinton Road - CAMBRIDGE CBI 4DH - U.K. Tel Fax

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